Core Chinese Journal
Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 7
Dec.  2014
Turn off MathJax
Article Contents
Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2013  >  43(7): 115-119
Li Jiaxin, Zhang Yong. APPLICATION RESEARCH ON THE SNOW LOAD VALUE OF THE NEW LOAD CODE IN THE PURLIN DESIGN OF LIGHT-WEIGHT STEEL STRUCTURE WITH PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 115-119. doi: 10.13204/j.gyjz201307026
Citation: Li Jiaxin, Zhang Yong. APPLICATION RESEARCH ON THE SNOW LOAD VALUE OF THE NEW LOAD CODE IN THE PURLIN DESIGN OF LIGHT-WEIGHT STEEL STRUCTURE WITH PORTAL FRAME[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 115-119. doi: 10.13204/j.gyjz201307026
shu

APPLICATION RESEARCH ON THE SNOW LOAD VALUE OF THE NEW LOAD CODE IN THE PURLIN DESIGN OF LIGHT-WEIGHT STEEL STRUCTURE WITH PORTAL FRAME

doi: 10.13204/j.gyjz201307026
  • 1.

    School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China

  • Received Date: 2013-02-25
  • Publish Date: 2013-07-20
    Abstract
  • The roof purlin of a light-weight steel structure with portal frame is a kind of snow load sensitive component.The Load Code for the Design of Building Structures(GB 500092012) has more explicit and detailed provisions for the value of snow load.Through the comparison and analysis of the new load code and the old load code, the rules and characteristics of the new load code about basic snow load values and roofing snow distribution coefficients in the design of the roof purlin of light-weight steel structure with portal frame were clarified, and the main points of the anti-snow load design of the purlin were summarized.Finally the applicability of the snow load value in the new load code for purlin design was verified through the analysis of a specific snow-caused accident.
    • FullText(HTML)
  • loading
    • References(10)
  • [2] GB 500092012建筑结构荷载规范[S].
    GB 500092001建筑结构荷载规范[S].
    [3] CECS 102∶2002门式刚架轻型房屋钢结构设计规程[S].
    [4] GB 500182002冷弯薄壁型钢结构技术规范[S].
    [5] 薛发.暴风雪中轻钢结构房屋受灾调查与受损思考[J].建筑结构,2007(11):9－10.
    [6] 孙伟.暴风雪对轻钢结构工程破坏的原因分析及启示[J].21世纪建筑材料,2009(3):62－64.
    [7] 贾连光,石福生,阎磊.轻型门式刚架结构的破坏形态及分析[J].低温建筑技术,2008,30(2):46－48.
    [8] 李文岭,陶里,周燕.轻钢结构建筑破坏原因分析和预防建议[J].建筑科学,2011,27( z1):167－169.
    [9] 蒋友宝.雪灾下轻钢结构大面积破坏的概率成因[J].土木建筑与环境工程,2012,34(3):65－69.
    [10] 刘振清,姜长顺,梁学明.沈阳市轻钢结构房屋倒塌原因分析[J].建筑结构,2008(5):118－119.
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (218) PDF downloads(218) Cited by()
    Proportional views
    Related

    Journal Online

    Authors' Center

    Links

    Copyright © 《工业建筑》杂志社有限公司 京ICP备11033253号-1

    Supported by: Beijing Renhe Information Technology Co. Ltd     百度统计

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return